Cross-connection Control for Wastewater Treatment Plants Department - - PowerPoint PPT Presentation
Cross-connection Control for Wastewater Treatment Plants Department - - PowerPoint PPT Presentation
Cross-connection Control for Wastewater Treatment Plants Department of Health Mission We work with others to protect and improve the health of all people in Washington State. 2 Presentation Overview Descriptions Requirements The
Department of Health Mission
We work with others to protect and improve the health of all people in Washington State.
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Presentation Overview
- Descriptions
- Requirements
- The Project
- Common Deficiencies
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Descriptions
Wastewater Treatment Plants
- Many of the wastewater treatment and collection
facilities are now old and worn, and require improvement, repair or replacement to maintain their useful life.
- The character and quantity of contaminants
presenting problems today are far more complex than those that presented challenges in the past.
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Wastewater Plant Schematic
Digesters RAS/WAS Pumps Secondary Clarifier Aeration Basin Head works Primary Clarifier Solids Handling
Backflow Incidents
- Hundreds of incidents documented
– USC CCC Manual (2009) – EPA’s CCC Issue Paper (2002) – PNWS-AWWA Incident Manual (1995)
- Incident impacts
– Health – Costs of investigation and clean-up – Litigation
- Incidents are under-reported
– Not detected or not reported
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Reported WA Backflow Incidents Cause and Number
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Number of Reports (1996-2017) 74 Caused by backpressure 51 Caused by backsiphonage 18 Unknown cause 5
- Corpus Christi and Chicago
BACKFLOW AT A WASTEWATER TREATMENT PLANT
- In December 1983, effluent from a wastewater
treatment plant in San Antonio, Texas, backflowed into the potable water system at the plant because of maintenance activities.
- Eight employees reportedly suffered
gastrointestinal problems. Fortunately, a reduced- pressure principle backflow-prevention assembly was in place at the water service connection to the plant. This assembly contained contamination within the plant site.
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Requirements
CCC at Sewage Facilities
Cross-connection control (CCC) at sewage facilities has two functions:
- Protecting the public potable water system
from contamination
- Protecting the onsite domestic potable water
system from contamination.
Basis
Three concepts form the basis for cross-connection control at sewage facilities.
- The public water supply is protected by premise
isolation RPBAs and RPDAs and in-plant air gaps.
- On-site domestic potable water is protected by
RPBAs and in-plant air gaps.
- Actual or potential connections to sewage, process
water or toxic chemicals are downstream of an air gap.
Potable Water
- Do not use potable water for purposes other than
drinking, personal hygiene and emergency washing facilities.
- Laboratory usage is permissible provided that the
laboratory supply line is fitted with an RPBA and, where appropriate, there are in-lab air gaps.
“Ideal” Situation
Complicated Situation
The Orange Book
- Must locate air gaps, RPBAs and RPDAs above
ground level
- Must locate premise isolation backflow preventer
adjacent to meter or property line
- Supply all hose bibs, wall hydrants, and yard
hydrants, whether above or below ground, interior or exterior, through an air gap
The Orange Book
“Facility designs must include a pressurized water system supplied through an air gap to facilitate cleaning or flushing of wet wells, dry wells, tanks, basins and equipment.”
Reclaimed water
- Must protect potable water from reclaimed
water as if reclaimed water were sewage
- Reclaimed water is protected as if reclaimed
water were potable water
Potable Water
- Recommended that designers locate all
potable water piping at ground level or above to prevent future inadvertent cross connection.
- Do not route city water/potable water piping
through wet well areas to prevent future inadvertent cross-connection.
Emergency Washing
- Designers should try not to locate emergency
washing facilities(eye wash stations/showers) below ground level.
- If designers cannot avoid locating emergency
wash stations below-ground must demonstrate that the installation will protect potable water supplies from accidental contamination.
Irrigation
- Irrigations systems may use non-potable water
taken downstream of a backflow preventer, disinfected plant effluent, reclaimed water or stormwater collected within the facility’s perimeter.
- Ecology discourages use of potable water for
irrigation; such use must include an RPBA.
Fire Protection
The water supply to any fire protection system must be equipped with an RPBA located and installed in accordance with the requirements for the premise isolation backflow preventer.
Chemicals and Substances
- Properly equipped water systems used with,
connected to, or have the potential to come into contact with hazardous chemicals and substances
- Proper equipment includes supplementary air
gaps and backflow prevention devices appropriate to the degree of hazard that would result if those chemicals were to backflow into the facility piping systems
Odor Control
- Odor control involves sewage aerosols and
- particulates. Water supplied to odor control
equipment or to hose bibs in the odor control area is considered to be in direct contact with sewage.
- Water supplied to odor control areas and
equipment must utilize an air gap.
WAC 246-290-490 (4)(b)
(ii) For service connections to premises posing a severe health cross-connection hazard including wastewater treatment plants, radioactive material processing plants, and nuclear reactors, the purveyor shall ensure that either an: (A) Approved air gap is installed for premises isolation; or (B) Approved RPBA or RPDA is installed for premises isolation in combination with an in- plant approved air gap.
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Project
Background
- Since 2007, ODW has collected cross-connection
control data from the largest community water systems on the status of backflow prevention at wastewater treatment plants.
- Water systems self-report their CCC data and
ODW has not independently verified the information reported
Project Goals
- Perform CCC hazard surveys of 47 severe health
hazard facilities
- Evaluate self-reported data for the associated
PWS
- Report findings to ODW, PWS, and the facility
surveyed
- Compile data to determine:
– Program effectiveness. – Guidance, training, and resources needed. – Compliance with regulations.
Process
- Contact the public water system CCS and
discuss project.
- Contact WWTP operator with PWS CCS to
discuss the project.
- Gather as much information as available to
review before the survey.
- Perform survey of the facility.
- Write survey report.
- Send report to all parties.
Findings
Deficiencies Total found in all plants Number of plants % Of Plants Improper air gaps (majority of problem was not enough distance between outlet and flood rim) 14 12 41% No RPBA prior to air gap 8 5 17% Moving RPBA for hydrant tested annually 3 3 10% Improper protection for Chemical Injection 4 3 10% RPBA's installed below ground 31 18 62% Access restricted 0% Potential spoolpiece connection 2 2 7% Improper protection for Pump seal water 4 4 17% Valves installed downstream of AVB 5 4 14%
Findings
Deficiencies Total found in all plants Number of plants % Of Plants No hosebib vacuum breaker 14 8 28% No RPBA for laboratory 12 9 31% Double check on hydrant construction 1 1 3% Non potable pipe before fire sprinkler 1 1 3% Complicated piping 1 1 3% Processed water to eye station 1 1 3% Washdown water not air gapped 4 4 14% Premise Isolation not at property line 2 2 7% Reclaimedan potable supplied to restroom 1 1 3%
Data
- 29 surveys have been performed
- 72 percent of facilities did not meet the
regulations
- All facilities were up to date on their backflow
assembly testing
- 88 percent of water systems coordinate with their
authority having jurisdiction
- 84 percent of systems have a Quality
Control/Quality Assurance Program
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Common Deficiencies
Spool Piece
RPBA Not at Property Line
Direct Connection to Sewer Line
Improper Assembly
Improper Assembly
Proper Air Gap
Air Gap Below Flood Rim
Improper Air Gap
Air Gap Below Ground
Air Gap Defeated
No Hose Bib Vacuum Breaker
No Hose Bib Vacuum Breaker
RPBA Located Below Ground
Improper Protection for Chemical Injection
Proper Labeling
Improper Labeling
Pump Seal Water
Pump Seal Water
Eye Wash Stations
Corroded Assembly
Odor Control Station
Auxiliary Water Supply
Access To Assemblies
Mystery Assembly
Unable to Maintain
Direct Cross Connections
Autoclave
Shut Off Valve Moved
Shut Off Valves Removed
Bypass
Valve Downstream of AVB
No HBVB
Old Service Line
References
- Department of Ecology, Criteria for Sewage
Works Design
- Washington Administrative Code
- Washington Department of Health/Office of
Drinking Water Guidance
- Uniform Plumbing Code Amended for
Washington State
- Manual of Cross connection Control (University
- f Southern California)
- AWWA (American Water Works Association)
Yellow Book
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Contact Information
Scott Hemingway Washington Environmental Training Center Director 253-288-3381 shemingway@greenriver.edu Bill Bernier Operator Certification and Training Distribution/CCC Advisor 360-236-3562 william.bernier@doh.wa.gov
Questions?
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